|
15
<br />1�7
<br />-
<br />C6
<br />.0
<br />a
<br />=
<br />N
<br />�
<br />�
<br />Q.-
<br />�NLQ_..5__AQQ_d__g.a_d_1oP_0 ac,_SqrP_,�L_Fgzte O-e i-L-�cutiQn- -TD tiift_� A
<br />I Series I 000 Ho izontal Slider X010X an� XOX - Modular i
<br />-
<br />Buck
<br />F. " -
<br />i
<br />Eb
<br />Et
<br />I L1
<br />L2
<br />Height
<br />�No. ��w
<br />In each Jamb
<br />A
<br />'
<br />6
<br />ri�.
<br />" '
<br />-�I.
<br />M
<br />35
<br />ff47
<br />_
<br />'
<br />6
<br />We
<br />h1a
<br />B
<br />- -
<br />- - 3______
<br />__ 6
<br />23 112
<br />IV.
<br />53-
<br />,�
<br />4
<br />_6
<br />-
<br />6
<br />!162-5
<br />_�
<br />_1934
<br />' �',f
<br />:3A
<br />_13-10-
<br />S
<br />_ _
<br />_�4 ____
<br />_, _ , _ _. ___
<br />4
<br />�____
<br />__ � �
<br />__
<br />-,- , ,--
<br />__ i�
<br />"
<br />�
<br />31�11_
<br />,1s_F1T2_
<br />-
<br />__
<br />--iri.-
<br />___ - 1 � __ __
<br />_
<br />-, 6
<br />_.__�__
<br />-
<br />_f9_1T2__
<br />� I Series I 000 Aorizontal Slider X010X -Modular D
<br />Bui,k
<br />Width
<br />No. Fristeners
<br />in Head &SM
<br />'
<br />Fastener Locatfori
<br />Es
<br />Eh
<br />I L3
<br />H S
<br />23
<br />4
<br />4 W8
<br />4 118
<br />8114
<br />E I
<br />M
<br />3c
<br />4
<br />41/8
<br />4 lid
<br />14 1/4
<br />&
<br />A L
<br />47
<br />f7l_�=47_
<br />1_i8
<br />LA
<br />__��__
<br />_'
<br />53
<br />_______4 _____
<br />____ - - 4 -
<br />___4__11_8
<br />4118
<br />___4
<br />4118
<br />__��
<br />23 li-4
<br />D L
<br />5S
<br />4 -
<br />4 118
<br />4 V6
<br />26 V4
<br />-
<br />65
<br />-
<br />4
<br />4 lillf
<br />4 V8
<br />29 114
<br />I
<br />-
<br />I
<br />I
<br />4 1)8
<br />4 1;8
<br />32 114 1
<br />� I Series"1000 Horizontal Slider XOX - Modular I
<br />H S
<br />%clk
<br />'k
<br />Width'
<br />No. Fasteners
<br />in
<br />in Head & Sill
<br />Has
<br />Fastener WCatiork
<br />Es
<br />Eh
<br />L4
<br />E I
<br />71
<br />6
<br />4118
<br />-
<br />4118
<br />IA 114
<br />&
<br />A L
<br />_
<br />Sj
<br />:� '_
<br />6
<br />f
<br />__;i1)8
<br />_� -118-
<br />IALA
<br />D L
<br />_P_
<br />55
<br />5
<br />o
<br />" " I V "
<br />__�_
<br />__7 _
<br />--'- " '6- _ '
<br />4 1/6
<br />- W VT-
<br />4 V8
<br /> 1'�X ---
<br />_
<br />20 114
<br />--- �Ci-r,f
<br />-
<br />119
<br />6
<br />4 Ild
<br />4 116
<br />26 "I
<br />DESIfEN PREHURE RA77MG t Fill CODE
<br />9Q_P4PLIA1%_E
<br />(S) If exact window size Is not listild fri fastomer
<br />location table, use fastener locirtans; listed for
<br />next larger size.
<br />(T) Installations depicted In these instructions
<br />acceptable for design pressures to 60 PSF for
<br />the window Sizes shown In the table. Design
<br />Pressures (D.P.) are positive and riegative,
<br />Overall window assembly design pressure may
<br />be less than 60 PSF arid "It be determined In
<br />accordance with Note 13 of FLEX20100. Nalling
<br />sduedule in Note (Q) for design pressures to 35
<br />PSF, 45 PSP arid 60 PSF-
<br />(U) Production Glazing may differ from that tested as
<br />allowed by ANSI/AAMA/NWWDA 10 I/I.S. 2,
<br />101/1.5. Z/XAFS or AAMAIWD,.MNCSA 101fI.S.
<br />2IA440 and applicable Building Code. See Note
<br />12 and 13 on Drawing REX 20100 for further
<br />details,
<br />(V) Sirruccural two by wood buck aadlor framing at
<br />the head, sill and lambs to be securely fastened
<br />to transfer the loacl to lie wood Structural
<br />suldirtrate per the FBC and the engineer of
<br />record's details as applicable.
<br />(W) See FLE)(20100, Notes 10 to 15 for additional
<br />AFBC Code Compliance,
<br />1'" I LIMICK IM I ALLA I lUrf Infix I KU%. I 11.111b - rLtAAcx1A1g
<br />#8 WOOD SCREWS:
<br />(K) See fastener location table and Elevation Views on this sheet For location of,#S WOW Screws,
<br />(L) #8 Wood Screw must be of sufficient teno in achieve minimum embedment of I' Into the .we, by wood framing.
<br />(M) See Detail "A" on sheet I for approximate ocation of the wood screw In the attacriment fin.
<br />(M) Wood screws shall net be used to fasten assembly into end grain of wood.
<br />NAILS:
<br />--.-- Frame Ii. Buck _____
<br />Width A XO,OX - 4 Head & Sill
<br />A Fasteners, jamb
<br />_3 6' L3 Fasteners shown below.
<br />-
<br />, , ,
<br />I
<br />h-1 - I't
<br />�11P, -11 I 7yplycl� 1
<br />- �_ Eh i -
<br />- ____ -o —
<br />I ---I f 1-1
<br />F_ - - __ i _1
<br />a ck i
<br />Height I L2
<br />i // // � , -
<br />I 'I
<br />I XO1OX d -
<br />I 1 l_1 Ll
<br />-1
<br />I j -1 A�� W_7.�-
<br />__iJ �_ Es ES I 1 :7, Z,
<br />Xi - I.- XQ,OX
<br />ELEVATION 2 Jamb 3 Jamb 4 Jamb
<br />VIEW, XO/OX .1 asteners Fasteners Fasteners
<br />T_c
<br />u k
<br />Heigh t
<br />L
<br />ELEVATION
<br />VIEW, XOX
<br />- � XOX - 6 Head & Sill
<br />width -1 Fasteners. Jamb
<br />F4 1 6' E 4 Fasteners shown below.
<br />--�,- �, � r- �11
<br />. ; "'
<br />1� t � -
<br />i -
<br />r-7- � � F 7EFI)
<br />I " - �
<br />i
<br />;
<br />.. ..... . , - - — .
<br />I f � Ll
<br />/ I Ll
<br />/I //, I I I 1� -
<br />X t
<br />I
<br />// // // I I � ___j L2
<br />I -
<br />XOX I Ll �� Ll
<br />______ __________ _____1 . i ;
<br />Ef__ I I - - �__ ,
<br />I ES XOX Es� I XOX x O X A
<br />2 Jamb 3 Jamb 4 Jamb
<br />Fasteners Fasteners Fasteners
<br />(0) Nails shail meeL the following requtremefrts� Fastener Location Table Notes:
<br />0.1 13' diameter or greater,
<br />: sufficient length to ach� minimum embedment of 1 718" Into the two by wood framing (generally, nail 2 318" 1) All dimensions shown taken from the �uck width or height of the window frame.
<br />length or greater shall meet this requirement), and 2) Based on size (buck width arid height) and configuration (XC/OX or XOX) of the window to
<br />. helical (Screw) or annular (ring) shank st& only. be installed, enter the correot table above to determine the locations of the No, 8 Wood or
<br />(P) Marrurfactuirer's nails meeting these requirements are (but not limited to) the following: Tapping Screws in the head, sill and jambs.
<br />Pasiode deformed shank nail, No. 404947, 404537, 650111 and 650148, &3) Insta4I the No. 8 Wood or -lopping Screws at the locations shown in the table. Tolerance is
<br />: Durro-Fast deformed shank nail No. 325, + / - 1" for spacing. Edge distance is a maximum.
<br />(Q) Location of nails shall be (+/- V tolerance on spacing, edge distance is a ma)dmum):A
<br />4" maximum from each comer ofthe head, sill and jambs, or XOJOX & XOX configurations, and 4) This table is NOI applicable to the. noiling option. See Notes 0, P. 0, and R for nail
<br />: for the XOJOX Configuration, 7- O.C_ Max. for Jamb, Head and Sill for 46 PSF to 60 PSF UP, or installation locations and spacing,
<br />. for the XOJOX Configuration, 9" O.C. Marc for Iamb, Head and Sill for 36 PSF to 45 PSF DP, or
<br />: for the XOJOX Configuration, 12' D.C. Max. for Iamb, Head and Sill to 35 PSF OF, or
<br />.for dhe XOX Configuration, 7" O�C- Max. for Jamb & 5" D.C. max for Head and $111 for 46 P5F to 60 PSF OF, or
<br />. for the XOX Configurallon, 9" O.C. Max. for Jamb & 7" O.C. max, for Head and Sill for �16 PSF to 45 P1$F DP, or
<br />. for the XOX Configuration, 12" O.C. Max. for Jamb & 9' O.C. max. for Head and Sill to 35 PSF DIP, and
<br />. See Qe,ail "A" on sheet I for approximate IcicatJon of the nail in the attachment i
<br />(R) Wits shall not be used to fa�iheri assembly into end grain of wooc.
<br />—
<br />li
<br />C -
<br />0i 5 5Z
<br />. 4*1
<br />i U� ii � -
<br />A I� 4 6
<br />'? 6
<br />8 .
<br />i �
<br />i " 18
<br />1 83.
<br />,
<br />3 1 . S
<br />I
<br />A j u:
<br />IV � �
<br />I � �
<br />'�'
<br />111w
<br />= M
<br />M ,z� 16
<br />r i � ;c
<br />. 2 - �:
<br />8 -� 3: i_
<br />- . F,2 I
<br />@ � 4 .- �
<br />2 � I W -
<br />. . g T, !-
<br />� . �
<br />1 i I i Zi
<br />A ? 1 1,
<br />�
<br />� t - �
<br />0
<br />DOW 1/04/07
<br />Scaler NIS
<br />Drown Bir RA
<br />Chocked lain Iff
<br />Drawing No. FLEX25120
<br />Sheet 2 of 2
<br />Secii Bet"er, x '
<br />C.rcr, - r_r wood Buck & � L ' Conci-ete or
<br />I __ 1 1/4' Min,
<br />-1)
<br />Fi�e By Wocd 8 — F,W, - ± 1i; - -- Masonry A r -
<br />_
<br />I as. ,�
<br />, cir; r Mos'y- Opening Buck W cith - . , 17,ilb-i-t " I
<br />� , rihO �� — I Opening r P1
<br />Buck By Others O By Ol.h.rb (3,W,) F . a! , P
<br />(NCte 4,) , � <Note 2a & 2,1�il) zr 'd I r By Others � A '9 i,,I
<br />7 , / a C -2 �p
<br />A i � � " ?
<br />Se- Between - 5 Req'cl (Note 1, 0 .
<br />/ L, X I I - __ __ , Shim A a) � __ - � > / _�D 12 A IiI � g
<br />Wincow , Lange r,
<br />a d W 3--k_ \ I N /11 1! A 1-1/4' Min.
<br />1.
<br />- 1` / t 9
<br />— ----------
<br />(No�te 2,co"
<br />- , - - (�) i
<br />, bit) - "I II I I
<br />' 4 1 � ! a 4
<br />�_
<br />I _N __
<br />- - "I - - _::� =--
<br />1� 1 --i7/ —VS �,_M— —1 T
<br />�j 6 il �,
<br />113 —
<br />'�-�717-1 ',�_, -------- -
<br />//
<br />� B R
<br />- — 1 - - 2 At�
<br />� . I '91i �
<br />I - 1 4�;41 ----A I S" Nciti, (j) 10, If � / - 11 1.
<br />I i F Screw Sp..rro 7 By
<br />Far ro,,crote � Vood n �
<br />. C, - one By Othe I
<br />i . .H, 13wCk rs
<br />. -
<br />, I Ill
<br />��
<br />� I, I Il 1 1 1 , / (Note 4.a) Z
<br />f ,
<br />� 1 L_ ___ / - - ___ . ; I .
<br />-_ ; 1 17
<br />�
<br />�
<br />I
<br />I a ,
<br />I Stucco By � I �_ ril�_ CU) I Sea[ Be-L.", .
<br />I � a "
<br />; rlth�rs pr L Shim As Sea, Between Window Viroo 3uck & § IT �;:i '�
<br />. i 11 I eq'cl, Scr- Np.cr,'! I'l-ge ancr _6 _-Z a up -Ong N E j2
<br />� / I 5'y. _.�
<br />��� My
<br />�
<br />�
<br />(Note ta) - __ -A (Note 2,a & 2,la.11) �. -
<br />. , ,
<br />; P-neter , B Others - - 9 i
<br />�
<br />j
<br />. __j+
<br />T Sea By I - _. (Note 2'a & 2.bJI)
<br />. t I Perimeter Seat By Others , q - �q ii:
<br />j
<br />I I
<br />i Ethers �) 1 5"MAX, 41yfl.) .rtn --pu ... 71111. <Note ax, & �APJO
<br />A. Tyri. I, H-d El §
<br />Ai f I MN
<br />7 (Note 2�a I) M 1�. co By Others 15
<br />120, .ra. Stuc
<br />of wi,,do�i,
<br />Frame L 2i lo.") & Buck -.all-, �21 6' H Tylp. In Jb. of 12' - Frame Wla',h- - � 9 b ; i t
<br />Heigh-, I Height '19h .trd.... (97.W.) -1
<br /><FH' 7 (B.H.) . . 1. ,N N I I �
<br />SECTION Q - 2
<br />W ,� 8
<br />2 .... - - .
<br />; � El__�VATION
<br />. � r._ I ?
<br />I Pe"irieter ;
<br />i I
<br />I _�
<br />�
<br />. � ; -
<br />. ,
<br />Seat By I VIEWED FROM EXTERIOR Conc,rite or !t L E!
<br />t c
<br />j Oth 's i - ___ Masonry Opening 0
<br />� ;?
<br />� (Note 2a IMoiattQn for concrete screws per Notes If) & (J�_
<br />i ou.,t I , By Others
<br />l & 2 , bx) IV- of C-ist. Screws For Installation Chcrt .a .�..t 2, . ,
<br />Interior 1; �
<br />�
<br />I I - .__;VFTns,h By insat,ativri of #10 Wood Scfews In Structwrol Two By Wood Buck V ,
<br />11
<br />� per Notes (K), (Q1 & (M). I V I b
<br />� Others
<br />i 1
<br />I
<br />ne
<br />L i PARTS LIST
<br />q
<br />;; I Mesa 1.11gaFrame ---a 2X4, 2X6, 2X9 0, � 3 1
<br />��
<br />; �q Q 9 2 �j± - Flange Frame � wood Buck .
<br />I Of
<br />1 3 Jamb - Flange Frame By Others
<br />11 - (Note 4AD ond Q)
<br />IQ ,;I 19 4 & � Not Used 4565
<br />lu 11� � Iq 6 Glapm Bead 1-3/8, 11 16-m- -
<br />I � 7 Glazing - See Note (B) and (C) M � r , Emb. � ,
<br />,N� 14 Iq '101 M 2 � g
<br />IQ 8 311 6' Dia, Flat Head Concrete Screw with minimurn working load In shear of 180 lbs at 1 1/4' izz
<br />- -
<br />�q Iq Iq 1-1 --- ,___________,_____ 5FCTnON 6-A (ALTERNAT E) -
<br />- .
<br />�e
<br />;Q - I ,. , 4i a0=fFt nL $::9144otreTO cri Sheet 2 and Note 7 on Drawing FLEX201 00. For installation with two b
<br />'r - I
<br />9 41 I -316" into "Structural
<br />�' ead W 0 gppincl Screw With a minimum comportment of I -
<br />Seat between w�ndow - 'Pre,z-1, Sill lQy others, wood buc�,s, Similar for Sect;on Pate'. X/5107
<br />_j Two By Buck or Framing"- See Note lK) on Sheet 2 and Note 8 on Drawing FLE)(20100.
<br />'large & precast sill Configurations may vary. Q-2 (not 5hQwn). $01i NTS
<br />w/Vu ikem 116 cohesive Prip" Dr. PJA
<br />seot or) t a- api equal, I Cheduall BY. )H
<br />(Note 2 I,J) Robert 3' Amonioxi, P.B.
<br />FL License, No. 49752
<br />GENERAL NOTES
<br />(I to 15) See General Notes Drawing FLEX20100, Sheet I & 2. "99
<br />q,, '....... -1*
<br />(A) Milashmeteries 1000 Fixed Aluminum Window Is shown. Also applicable to Series 2000 Fixed Aluminum Windows. - ... ,
<br />, , 16
<br />(B) Drawing appfcape to Non-IrnpaQt Resistant windows. 1049!1110 .
<br />glazed _. I
<br />,a
<br />(C) Production Glas,ir.q may differ from that tested as allowed by ANSI/AAM,AVNWWDA 101/l.S. 2, I0I/LS. 2/NAFS or AAMAjwDMA,`CSA A
<br />�
<br />101,11.5. 2IA440 and applicable Building Code. See Note 12 and 13 on Drawing FLEX 20100 for further details. DISCLAIMER: The purpose of this installation drawing is bD present the .1
<br />(D) ror Fastener Location & Quantities see Sheet 2 of this driawing. See Note (H) regarding deviations. manufamireir's recommendations for anchorage [i.e., concrete screws, wood
<br />Concrate, distance from I - ri
<br />(E) scraw edge measured edge of concretelmasionry/block to oenterine, of concrate screw must mard or exceed 2 screws, tapping screws and Vulkern Structural Adhesive (or other approved .
<br />, ' .1
<br />14'. Minimum Pans See
<br />size no embedment per List. Note (H) regarding deviations w ....... ,*. i,�
<br />(F) Wood or tapping screw equal) as applicable] to achieve the design pressure Spec Fied on the .
<br />a edge distance riestsured from edge of wood to cenerli no, of Wood or tapping screw most meet or exceed I �, -1 .,
<br />1.
<br />fenestratiOn product as required by the 2001 Florida BuilZg Ciddle (FBQ, ., �,
<br />Minimum Pans ".I......'
<br />size arid a mbridnient par UsL So. Note (H),egra,ding deviations.
<br />(6) All field supplied holes it' tric frame (If required) Will be 3116" indfameter for 3/16" diameter concrete screws and #10 wood screws. Section 1707AA, 2004 FBIC-BuIlding, $e0ion 1714.5.4 and the 2004
<br />(H) Any dowation less than the mininnum requirements Stated must be approved by the manufactAner or engineered by 'other" Design FBC-Residentfal, SeLton R613,6. Recommendations regarding flashing,
<br />Drawing No. FLEX27110
<br />Professional in accordance with the applicable Building Code and Product App,oval. sealing, sealants or other joint sealant practices does not constitute a warranty
<br />a
<br />either expressed or implied, Sheet I of 2
<br />-
<br />Sheathing I' Min. . N
<br />By Others Embedment GENERALNOTES - Frame Width 9 -
<br />-
<br />(W-1 Scr. - Buck Width I � X
<br />Seat Between -) Two By Wood (I to 15) Sea General Notes Oravving FLEX20100, Sheet 1 & , 3, .
<br />'m
<br />Window Fln & /- lo Others 2. 0, 0 - � R I .
<br />,_ �9; -. t
<br />a , ---- 11'..] -,
<br />She thil g Zte 4.k)) Q, U M " 2 12 Q
<br />(A) MIlesione Series 2000 Fixed Aluminum Wiaclaw a shown. 4 ,4
<br />11
<br />cNote 2'a & 2.c.1) \ Also applicable to Series 11000 Fixed Aluminum Windows, In 0 %I P1 A ..
<br />I 2
<br />F
<br />6 I � 9
<br />, 0 0 A -lvl
<br />(D(�)__� I (8) Drowing applics0le to Non -impact Resistant 0
<br />/
<br />� . r - Shin, As Req'cl, glazed V , , 1 §
<br />I I � � //// 1/4' Mo- windows. - F I I
<br />.
<br />i P
<br />Exterior � � . ,# /// < i I .
<br />Finish - / Na'e Do) (C) Production Glazing may differ (rorn that tested as allowed I I Fast( ---------I -9 � � - I
<br />by ANSI/AAMAINWWDA 101/I-I. 2, IQIJI.S� 2/NAF$ or I � I
<br />�
<br />By Q-thers ; Spacing I I ,-h
<br />I
<br />1/4 ' Max, AAKAIWDMA(CSA IDI/I.S. Z/A440 and applicable Building // i
<br />I __ 1�1
<br />Shim Space Code. Sea Note 12 and 13 on Drawing FLEX 20100 for further I (See Below) �
<br />� !
<br />I % �
<br />/
<br />//
<br />I I
<br />� ciewis. Frome 11 d
<br />/
<br />F-,--------,--
<br />O) For Fastener $pacing See Elevation View on Sheet I arid & Buck i -
<br />, _ Fasteners (Typ.)
<br />I Pe-li,ie ter Notes (L) & (P) on Sheet 2 of This drawing. See Note (H) Height f � I I IF. 42
<br />Seat By regarding deviations.
<br />//� -
<br />i
<br />1 Othrs - ;X/ I .
<br />(E) Wood scraw anad net withdrawal values used to generate I ; I § � �O
<br />(Note 2a I the fastenuig 8 13 �
<br />recturremen, re based an Spruce�Pfre�Fur with i o: 3:
<br />to " I I
<br />& 2 cjj, a Specific Gravity of 0.50. Sea Note (H) regarding deviations- I IJ ; i 4 'E I S I
<br />I
<br />L�
<br />I I (F) Wood or tapping screw edge distance measured from edge I I , § �
<br />i7rame I of wood to ceni of wood or tapping screw must most air --:� §FM
<br />A ,j f -v -s. -a*
<br />6 Ruck exceed 1'. Minimum size and embodiment per Parts List. See N
<br />IL
<br />Height ELEVATIO 4-1/2' Max, A a
<br />I Height Note deviations. I �
<br />I
<br />(F.H,) (H) regarding
<br />� 7 (B,H.) (G) Nall edge itteloonce, measured from edge of wood to VIEWED FROM EXTERIOR (Tylp.) j 1 E g I
<br />2 .
<br />I centerfina of nail must meet or exceed 9116' or 5 times Shank Lt R
<br />I I Diameter, whichever is larger. Minimum size and embedment Hecti. Sill & Jamb AnchQr Sciiacl
<br />I I
<br />I �:
<br />Perimeter Interior I - I
<br />I per Parts List See Note (H) regarding deviations DISCLAIMER: ree �
<br />F Finish I Wood Screw - TO 70 PSF D,Pj 18' O.C, Max. III d " kwulleori
<br />I
<br />Seat By / I (H) Any deviation louse than the minimum requirements stated VIi
<br />By Others i 4,rwiry . w P-If "
<br />.
<br />Othi^S ,_
<br />C:t7 I must be approved by the manufacturer or engineered by "all I ... r.dl.fl
<br />_/�
<br />(Note 2 / Design Professional in accordance with the applicable Building NaK niaxmiendations for
<br />I - . I orishoog, P..., w.d III I
<br />I
<br />& 21C il) Code and Product Approval. 61 PSF TO 70 PSF D,P,: 5-1/2' O.C, Max.
<br />I tew3m oi� .vi "M �
<br />I (1) Airfield supplied t,olors in the Inime (4,equirl will be 3/16� 51 PSF TO 60 PSF D,P,, 6-1/2' OZ, Max.
<br />I I �Iwwi aw 'w"a. pl- �
<br />I
<br />I.. . I - ____� in diameter for #8 wood screw or the shank diameter of the 46 PS7 TO 50 PSF D.P,: S' O,C, Max, ,pimified w � rwast,e�
<br />D '*---Shim I
<br />. 41 PSF TO 45 PSF D.Pi 8-1/2' Oc. Max ormaos-winatoytre
<br />cq,:�,,� I . As Reci'd. nail rounded up to the next standard designation diff'Itit size. 2DDI Fkrida ISefto Qkx #
<br />i 1/4' Max. (Note I.b) ' 36 PSF TO 40 PSF 1loo 9-1/2' O"C' Max" (MIC). S". = 4A, W4 1 1 1
<br />��
<br />- - (J) Wood Screws arid Nails $H&I, NOT be mixed to Wien the TO 35 PSF ILP.i 12' RC Max, mc-150,11,9, S.o.
<br />Exterior 41 I
<br />Finish --------- I ------- -- T.. By Wood Sam' assembly, 171.4. 4.10"ZON
<br />I
<br />I HC_
<br />11
<br />B by Others Roolanal Swoon 45� �
<br />I I <Note 4o) A — RAJ36. ;Q�Molftitxw lix
<br />-I i ,reirdwo %hol, -linn,
<br />" I
<br />_____ Min.
<br />I � I., . ! M
<br />Frame Width I I _ft..t1.I.1't_xr,1
<br />1 �
<br />— Buck Width - Shim As Req'cl. Two By Wood 1 V.tk- d- ixit -VAM !"
<br />1 1/4' Max. (Note Lb) ; . ..'rontir ever oxInesoo
<br />Seat Betwee,, ,F.W. & &H.) �_ by Others Fastener ! or 'Plod, -1
<br />141-
<br />j
<br />_-
<br />Window Fin (Note 4,b) I
<br />i
<br />I' Min. - 11 Deft: 119107
<br />Sheathing ! Sole: WS
<br />(Note F.o ll� 270 Sheathing ff - :
<br />-
<br />(Wood Screw) By Others i Drawe BY; RIA
<br />I t
<br />-J-,-
<br />Sheathing "�_�
<br />Chocked By: Ill
<br />By Others I ,--,I --.P I I
<br />i
<br />'11�
<br />R~). Arnowiliel, P.E.
<br />i
<br />I
<br />Kn. � FL Lioeriser, No. 49752
<br />PARTS LIST 3 i I
<br />/
<br />I I ml'
<br />E bedment i
<br />1 khLaq - FinFramis I (Wood Screw) I .%mu
<br />I I -
<br />,Z
<br />_
<br />2 �111 - Fin Frame - - .. ..... I'll ...... .
<br />. ..
<br />3 Jamb Fin Frame 7 1 Attachment
<br />�
<br />- ,
<br />� I Fin ,
<br />4 j�dt Used . � � !�7� � 1�:_�'T I
<br />: I
<br />. :
<br />5 Not Used .�. .. . �, ': ..'' . a 'j -IF
<br />,
<br />. . � - . .
<br />6 Glazing Bead I . � ,. �, :, �:
<br />, , � . . 1. I ..
<br />7 Glaoin -See Note El)aridl (C) , i:;:, ,,��_ . I '. . � I . I Seat Between q
<br />I' into � I.. _ I I . Window Fin & Wood Screw or Nail Head must be rr,.� .
<br />— ,. . I . . 10�
<br />8 #8 Pan Head Wood TaRpIng Screw
<br />or with a minimum embedment of . . , 104 .�
<br />the structural wood substrate. See Note (K) on Sheet 2 and Detail A on this �- -_ - - she. thing in full contact with Attachment Fin, .. ....... , �.
<br />drawing and Note 4-lb & 8 on Drawing FLEX20100. Perimeter (Note Ra & 2.c.11) Centerline of fastener shall be . ..�-`,. .-.,
<br />. .... .. *
<br />9 Round Heed Deformed Shank Nall with minimum 0. I IF diameter (1 I GA) and Seat By Exterior approximately 9/32" from edge of ... .
<br />Othrs SECTION R-Q Finish Attachment Fin-
<br />-1
<br />minimum embedment of 1-7/8' Into the structural wood substrate. Sao Note (N) an
<br />(Note 2,a ... By Uthers DETAIL rawring No. FLEX27i�o
<br />Sheet this
<br />F
<br />� and Diotail Aunt drawing and Notes 4,b& 9 on Drawing FLEX20100.
<br />I & 2,c.li) Sheet I of 2
<br />1
<br />- I
<br />___
<br />Seat Between
<br />i
<br />Wood Buck III
<br />,- Masonry Opening
<br />Seat Between Window By at,.,
<br />Flange & Wood Buck (Note 2a s & 2,b,ii)
<br />-
<br />I I i � Frame Woth I� j
<br />- Fra'a Width � ,
<br />I Im,
<br />.
<br />I A -� � A r, e Z; 6
<br />I I V -isp
<br /><Note 2.a & 2.1c,30
<br />/
<br />-�
<br />- -
<br />One By Wocal
<br />Concrete Or 7 Buck By " 0 Lhers
<br />, ,
<br />/ T14-(
<br />Masonry
<br />opening By /-<D
<br />Others "'i
<br />I -::-::
<br />I
<br />� I/
<br />11
<br />fl/
<br />//�////
<br />-1 /
<br />I
<br />A I
<br />IN -1, t
<br />. ,I
<br />: 7 2 F . va
<br />i � I 3 8 A ;3
<br />r -] Frame a I � ,I
<br />.,
<br />� -
<br />. H ight ,
<br />. . �
<br />� I
<br />C'Note T)
<br />11(_,4__�__,_11,
<br />B
<br />B B I
<br />B ; 8 Vl 8
<br />I
<br />F.teror Finish � -
<br />�
<br />I ,
<br />I
<br />I I
<br />: ,
<br />; - �
<br />:
<br />M
<br />By Othe's .
<br />1-1/4- Win.
<br />4
<br />—
<br />; . - .
<br />1
<br />\'ll A Embedment
<br />/
<br />I
<br />EXTERIOR ELEVATIO
<br />a
<br />`� I - A
<br />A _,_j A ---J
<br />0.
<br />IT ?--
<br />10,
<br />I 1________.__7 --I 1_1_1',
<br />>< 1. i
<br />3 -,t j I
<br />uck th
<br />1
<br />1/4" Max,
<br />Shim Space
<br />\i,-'d I
<br />(B W,)
<br />� I -
<br />1-1/4"
<br />9 ;2 3 iii f
<br />1�r 1 '
<br />Min. 9 i I - a
<br />_j
<br />Perneter See, � 1 .
<br />By Others Shirt. As
<br />(Note 2.a &
<br />1/4" Max. - [-- Embedment
<br />Shim Space
<br />-
<br />,� _-U iio
<br />a
<br />9 9 A .5 %
<br />11010 (Note ta)
<br />'
<br />Frame
<br />�i
<br />,,-Buc:k
<br />Shim As Req'd ___"�
<br />By OI,her:I, I . 9 I
<br />(Note 4a) 9 I
<br />.
<br />Hel ght
<br />(Note 1,a) 1_1
<br />I
<br />9 - u. I
<br />s,
<br />(D
<br />'V,H,) 4
<br />8 Buck
<br />(D Height
<br />4, (RH >
<br />I
<br />"'� 4
<br />17-1
<br />GENERAL NOTES ��
<br />(11 to 15) See Genowal Notes Drawing FLE)<20`100, Sheet .
<br />2
<br />- ____
<br />5111
<br />. 6
<br />Shin As Req'ol,
<br />1 I
<br />! (Note l,a)
<br />: �
<br />1 &2.
<br />(A) Milestone Series 1000 Designer Fixed Aillartinum ..�,�
<br />Sea( Between
<br />WoodBuck & 113 1
<br />Masonry Op"Ing
<br />Pe? I t S I
<br />By QthE 6r I
<br />�,rs,,
<br />Window is sihown. Also applicable to Series 20DO �
<br />Designer Fixed Aluminum Windows. 1 4
<br />8v 15-thers a
<br />,�otp 2.0 9, 2k,li) 9 I I I
<br />(Note � 0,11)
<br />�
<br />i
<br />.
<br />- -_
<br />(B) Dritaing applicable to Non-Impadt Resistant glazed Perimeter Seat __�
<br />windows. By Others --_
<br />Seat Between I .0 5 �
<br />�Exterior Finish ___T - I
<br />BY Oth-
<br />(C) Production Glazing may differ from that tested as (Note P�a & 2,b.10
<br />allowed by ANSWAAMA/NWWE)A 1011I.& 2, 1011I.S. _�
<br />concrete
<br />w1riclow Flange . `
<br />& Wood Buck A, I
<br />1/4' Mcx,
<br />I
<br />21NAFS or AAMAirWDMA1CSA 101A.S. 2/A440 and Exterior Finish ----
<br />Or Mosonr%y
<br /><Note a'a 8, ,?.I), 11) --- -
<br />. -
<br />f�
<br />-
<br />Shim Space
<br />Seat Between
<br />w.nQIQw Flange ,I � . L
<br />L Wood Buck ,
<br />I
<br />applicable Building Coce. See Note 12 and 13 on By Others Opening By
<br />Draerfrig FLEX 20100 thirfurther details - Frame Width _ Others
<br />(D) For Fastener Location & Quant'i see Sheet 2 of (F.W,)
<br />SECTION Q-
<br />- tZ -
<br />Date, 1/9107
<br />Some! KTS
<br />CNote 2.a & 2.1d.01 I
<br />this drawaV. See Note (H) regarding deviations.
<br />Provere Wil, R)A
<br />� I-1/c min-
<br />Embodmerit
<br />\
<br />(E) Concrete screw edge distioncer measured from sow PARTS LIST
<br />of concrertelmasonrWbIcel; to oentertme of concrete
<br />screw must meet or 2 1/4'. lifirilmum; I tleg - Flange Frame
<br />I Cluldred By: JH
<br />Robert). Amoconoscir P.S.
<br />Conc ete Or V_
<br />c On. By Wood
<br />exceed size
<br />and embedment W Paris List. See Note (14) 2 S' ill - Flange Frame
<br />Fl. Licarse No. 497SZ
<br />Seat Between __/4asonry Buck By Otners
<br />Dpening By (Note 4,a>
<br />Wood Buck & Others
<br />regarding deviations. 3 Jamb - Flange Frame
<br />- Usecl
<br />(F) wood or saping Screw edge distance measured from 4 i4crit
<br />,1111,11111119411,
<br />.
<br />,
<br />masonry Lipening
<br />edge otwooa to oanterin orw000 or tapping Screw 6 Not Used
<br />'Minimum
<br />......... -
<br />V .+
<br />1.4" I - �_
<br />By Others
<br />(Note ad & 23a,11)
<br />must meet an exceed 1 �. size and 6 Glazing Bead
<br />embedment per Pans Ust See Note (H) regarding 7 Gluing - See Note (B) and (C)
<br />N ,;Pgq64F411�.- -.
<br />. .,
<br />, &
<br />DISCLAIMER: The purpose of this vostafladdr, drewing Is to present the
<br />manufacturer's recommendations for anchorage (Le, concrete screrr� wood
<br />deviations. 0 3/16' DIa. Fiat Head Concrete Screw With
<br />__ — - — -
<br />(0) AN field supplied holes in the frame (if required) *11 be i.lnli,�Znn woliii�4ioiiili In shear oF1 80 lbs at 1
<br />.
<br />*
<br />I r7
<br />screws, arid lapping saews3 to achieve the design pressure specified on the
<br />311 6* in diameter for 3116" concrete screws and #10 114'embiodment. See Note (1) on Sheet 2 and
<br />I
<br />........
<br />fenestration product as required by the 2001 Florida Building Code (FBO, Section
<br />wood screw$. Note 7 on Drawing FLEX20100.
<br />17-1
<br />., 1� -
<br />1107 4A, 2OD4 FBC-Builohng, Section 171i and tile 2004 FOC-Residential,
<br />(14) Any devistfion lose thorn the minimum, requirements 9 #10 Flat Head Wood or - ap � with a
<br />. 1_____.._._LL .PRO-Eiaim
<br />...... �,11'0141
<br />Sectl�,IIR613_6_ Rasp ... menchation. nogiarding flashing, sealing, sealants or action
<br />stated must Its approved by the manufacturer or intrilmurn embedment of I-W Into *StrucWral
<br />joint sealant piacbcois does not odrelituts 6 woonally either wqxressed or Implied.
<br />engineered by"other'Desigi Professional in Two By Buck or Framing". Sao Note (K) on
<br />accordance With the Buticling Code and
<br />rawing No. FLEX28110
<br />applicable Sheet 2 and Note 8 on Drawing FLFX20100 ,
<br />r
<br />Product Approval.
<br />Sheet I of 2
<br />__
<br />� CONCRETE SCREW INSTALLATION CHART FASTENER INISTALLAUCIN INSTPUCIODMS � FILM7110 i E y FASTENER INUAMAT10" lf4SmucTTONs - FL"110 DAMN PRF$WRE RATING & RIC
<br />1xv. JAM. 1 ,� CODE COMPLIANCE
<br />I AJIS' DIAL CONCRETE SCREW WITH NON-STRUCTURAL ONE BY WOOD BUCK! .
<br />: TIP T 0 TIP SUCKSOE -- ,� C E 3116' DIX CONCRETE SCREW WrM NON-SMUCTURAL ONE BY Wow BUCKAND CONCRETE OUILD-POWN:
<br />. TOMPSF TO M P$F V - X �- - (R) Installations depicted in these
<br />___7_ (1) Where winclow is Installed in an opening with a ron-structura. one by wood buck for the head and iambs and masonry or concrete sill, Installation is as - P , L �
<br />i - 1-1� !2i's),ii 'i - 1) � R - (1) where Window is insalled in an opening with a nori-optictural one by wood buck for the head, sit and janitis, use a 3/16' instructions acceptable for design pressures
<br />1 51-ftiii 1 17 'i I follow,
<br />1 �2 11'. . I�s 4 � - At the head and iambs, ust a 3116� diameter concrete screw of suffici.ent length to achieve minTrurn embeameni of 1-1/4" into rna5Qnry or concrest. See ,% ,� . diameter concrete, screw of suffidentlength to achieve minimum embodmentof 1-1/4� Into masonry of concrete. Sao "Parts Ust' to 70 PSF Design Pressures (DA) are
<br />on Sheet I of this drawing for corcete Screw sl;m, embedrineritand load requirements, See FLE)Q0100, Note 7 for additional positive She negative, Overall window
<br />t2 11� � -1 Tartc; use on Sheet I of this drawing far concrete Screw Size, embedment and load requirements. Sao PLEX20100, Note 7 for additional concrete screw . ! 1 96 Concrete screw requirements, assembly design pressure may be less than
<br />. Ift. ys �1 lmiix, 3. 4 a requiremenits E 8 § -8 (3) Fastener specing shall be per Notes (N), (P) art (Q) below. that shown In the forsternerquarrity table
<br />I lie Vs.. 62,.,S�4g r - -4 ----y- - At, the sill, apply a Structure! Adhesive Sealant for tile ful; length of the Sill meeting the requirements of Note 2.u.1 on FLEX,20100,
<br />. - �_ 5� I.- W 4 4 and shall be determined in accordance with
<br />__ 53 1 v-!iC 14 V M� 1. � A (3) Concrete Screw installation fasteners shall be spaced as ficilows, (we �Ievatjorn Vew an Sheet 1)� go � 410 WOOD SMW WITH STRUCTURAL TWO BYWOOD BUCK AND CONCRETE BUILD-DOW1111. USED WHEN TWO By Note 13 of FLEX201001.
<br />- - ,_�J11tTSZ2__ , 1 _� -, -----iF - San(* Will) & 2= head & )zmbst ,a � 2 I � BUCK EMPLOYED IN LIEU OF ONE BY BUCK (TWIS CONFIGURATION NOT SHOWN); (S) Production Glazing may differ from
<br />,,V.?8i6& Ir, that
<br />.110.72 fi�,_7, 4 5 1) 5" max from each comer with remaining qpan" of fasteners evenry spaced between me comer tested as flawed by ANSyAAMAjNWWOA
<br />. �_. U 14,83 4 _6 � � � -
<br />._._WQ_ -Wri 1_1__.4._..111 -1-1 Zh (K) Where window 1, Installed in an opening with a smucturai two by wood buck for the head, sall and Iambs, use #10 wood Screws of 101,11S, 2 101/131 21NAFS or
<br />�� � s7 fasteners.
<br />.-I--- Ift See Concrete Screw lastallabor Ciiart at left for quantities of f,airtaners to be placed in head and jamb.. M suffident length to achieve 1-3/8' min. embedment Into the two by wood buck. Sao �Parts Lisr on Sheet I of tNs drawing for ;;;I�MliVCSA 1.01)IS, 2/A440 arid
<br />r-7,z7-7 7777 ----- 771-77 7- ,� 2 ') i4) Maximum Design Pressure for this Install itan is 70 plaf, . wood screw size and embedinent. See FUN20100, Note 8 for additional wood screw requirements. applicable Building Code. See Note 12 and
<br />I - 11 'i - !a ; S g (L) Wood sciews "I not be used W fasten assembly Into the end grain of wood. 13 an Drawing FLEX 20100 for further
<br />I iv) Toi�c nixe is +/- I". This tolerance is applicable to the evenly spaced distance.
<br />j � I �,i, 'i � I comer distance measured from tip of frame, I M .- 3: (M) Fastener spacing shall be pan Notes (0), (P) and (Q) bol-I details,
<br />I .�'ii � � J� v
<br />.1 U. .- _563, 1 - �L__ _�m__ ._---- , vi) For wirtkm,; greater then 96" wide; all heights and windows loss than an equal to 12" high; all widths, see excelpidoons In the willotw section of r -9 t (T) Coriaelre Header at head arxi two try
<br />sy �� 'i-I ---
<br />W�11 , the Concrete Screw Installialtilim, Chart at lei .9 FASTENER SPACING (See Elevation View an this Shselt)� wood buck and/or framing at the head, sill
<br />I- 6,r�SP 1. - 11.� i. __�_ ____ -1 ___ .012 NJ
<br />tdNiis __ - �� _� 'r 9 and iambs to be securely fastened to
<br />____Ca�'�_,_ -, _a�rr _41, ____ ---I---- #10 WOOD SCREW WrYH STRUCTURALTWO BY WOOD BUICK (Sioe $Wien A -A, Alitharrurter an Sheet 1. Similar for Section WO); 9 - - A 2� (N) Concrete Screw spacing shall be as follows: transfer the load to the masonly, coricrese
<br />6.81 1 ! � --- l(l � . - S* maximum from ead, comer of head, 5111 or Jambs, or other structural substrate per U)e FBC
<br />7V7 .2 _T� I , - (K) Where, window is Installed in an opening with a structural Wo tiy wood bluck for the head and jarrits arid a masonry or concrete Sill, Installation Is as follows! iN A i I t - evenly spaced between comer anchors but ret exceeding 15' o.c. spacing in head, MI or Iambs of quarber-circhil, quarter-cirde mid the engineer of recorifs details as
<br />1.11 � � 6 1 ir- 1) . At the head and iambs, use #1owtociscrews of suffinentlerigth to achieve 1-318" min. embedment into the two by wood buck. See "Parts List, on . S,u arch and haff-fain configurations, or applIcatife.
<br />1.il, 71,1 ___6__ -1 Sheet I of this dfrawmg for wood screw size and embedment. See FLEX20100, Note 8 far addroonal wood screw requirements. � ,f,� 8 w evenly spaced between comer, anchors " not exceeding 18" art. spacing In head, sill or)ambs of ail other configurations Pat (U) See FLEX20100, Notes 10 to 15 ran
<br />7�m - - _�Z � I I - At the sill, applya Structural! Achesive Sealant for its ful' length of the Sill meating the requirements of Note 2.1cl an FUD20100. 10 .2 mentioned above, and
<br />! � -3i 5 a i E 3: additional FBC Code compliance,
<br />1 7,r� . -Iii 5 3 W # 10 Wood Screw installation fasteners shall besip" as follows for all wifirkiow stool; (sea Elevation View on Shed I). Tolerance is +I- I'. i - tolerance is +/- I", and
<br />, __ _i��Zi � - - __1 __ -;is--- __.__�__ ____ ____�__ This tolerance is applicable to the evenly spaced distance- Comer distance measured from tip of frame. ,V 18 : this tolerance is applicable to the evenly spaced diffta
<br />: " .
<br />-
<br />73.6SIfti - rae'�
<br />I 11�� �,, ,� w � - - I - Series 1000 & 2000 - head; 2 Comer distance measured from, tip of frame.
<br />__T�,��nm, ' 5 , I) to 45 psf,, S' max fram Corner & 17" o.c. max. -----M?- (0) #10 wood screw spacing shot be As folows,
<br />1 Niv ---PTii3T- ---�-- Z' it) 46 to 60 i 5" max from comer & 16' o-c, max. Zh, 5 - 5' maximum from each comer of head, sill or iambs,
<br />ir,i� "I .." a I'_'i ri) 61 to 70 psf. 5' max from comers, 15' O'c' max. 311,
<br />ii.1_8 - __ - ----,T- ____T_ t a evenly Spaced between comer anchors but not exceeding 12"ox- Spacing In hesid, S11 orj ,bafor I
<br />lilx�ll 6 1 . - Series 1000 & M - Iambs: 111 1 3111 configurations, am did fic lowing
<br />'
<br />__
<br />- li�l __ - -8- � e i
<br />--- 2_ 1) to 45 peri S" max from comer & Vr ixc max. I I § k a eyebrow
<br />I R408T_�__`631_�TrW______F_ 3 11) 46 to 60 Dirt 5� rrox from comer& 10- o.c. max, j!
<br />il M - - o 3 -_ A� . � � a half -circle arch
<br />1 U. 96 !a. � it!) 6tto7O psf. Sy maxfirom comer8i8'o,c, max. � .1 0 half -eyebrow
<br />= �8 __ _6 - (M) Wood schows shall not be used to fasten assenribly into the end grain of wood. el I'll � . a ocilegon
<br />ff I 11 -6 - - -. - - �---- -
<br />[�z - - .- 6 I (.�. !I - I
<br />[ moii ��17 - ii ___ 2 __ - DESIGN PRESSURE RATING & F8C CODE COMPLIANCE !it � � a I 0 Nn
<br />-- §;i�ELr- -- �;,aT- -- - - -- I�-- - - __ �� _ ___
<br />� � _ 0 pentoid
<br />-
<br />1 ib..12 e,,��n ----- ' --- 3 � , I 0 fUll-sincie
<br />I _Nv�_M __`ft_1-`i1_1_1'11,i "i I (N) If ex,aa window size is not tsted in fastener insloilatton chart for concrete Screw inaliallatbris, use fastener quantity listed for nod larger size zt SK 1
<br />Z, ;�, I 0 hiefirmcircl,
<br />4 - � B (0) installations depicted in these Instructions aroeptable roir design pressures to 70 PSF for the window sues s, hown in the othart Design Pressures (D.P,) are 101 _11.1 0 triangle
<br />Cil� 2 - --- - - --- - , I 0 trapezoid
<br />14�wvo t;ti.;W� -e � positive arid negative. Overall window assembly design pressure may be less then 70 PSF W governarl by the glazing WO shall be de"ined in accordance With g. - r,
<br />10�111 rr'd' , rs 7, _T3, I
<br />IiYi1 - s~-) 2 ('�' ' Note 13 of FLEX20100, I
<br />_ __!_ I' I I
<br />Mio� ---- - -- __ ____ __ - 1 &3� - a oval
<br />--.---- ___ - (P) Production Gating may differ from Mat tested as allowed by AUSIIAAMA/NWWDA 101/1 .S. 2, 101A 5, 2/NAFS or AAMAfWDi 1011T.S. 2/A440 and dollar 115/07 - evenly spaced beirvireen comer arldhors but not exceeding 9' o.c. swing In head, sill or)ambs for the following
<br />10.21, 101�n o (-., & �) 2 I- I & 3,
<br />
<br />--- --- F6&5F_t__, - - - - - _5 i W�r_ ` 9-51, - __Yri;ir�r�l_ 4pproilloic, Building Cucle. See Note 12 and 13 an Drawing FUDU0400 for further decals. ScIft NTS configurallars,
<br />lcl��`Xl . tw- Mr. RIA
<br />__ 1 " 11 ('01 i - � - f- I ,)) (Q) Two by Wood back and/or framing at Me head and iambs to be securely fastened to mainsfer the low to 9% malsortry, conforete or oti strudura! substrate Checkoii Sr. )M 0 quarter-orcle
<br />12N12- __ 41t�,, 7(-21 I I'. 1� I � Z11 per ft FBC and the engineer of record's cletairs as applicable. - a quarw-drdle arch
<br />11.1e -, 1 I- �) � - I . 1)
<br />12Nn ?, '1�7, 2i-16�1 (R) See FLlDa01 DO, Notes 10 to 15 for additional FSC Code Compliance. 0 half -far
<br />1- 119,i3l 7�,�r �(.w'&Z, - tolerahoof is t/- I", arid
<br />IZ008 11 - '(�2, 1 I- !I . 1, this tolerance, is applicable to the evenly spaced distance.
<br />� : Comer distance measared from tip of frame, 2L
<br />i_ ,I r` 12, %, .41 "t-k".", �,N - ?" � (P) Spoorig in Note (N) arid (0) above based on the use of either a coronets screw or #10 wood screw as required far securing the
<br />; 1111.I,vt.!ire.�� winclow frame Into the substrate as findicivis (see illustration this ltheel:)�
<br />I �i .-� .- �. . 6' I. I' ��_ : Concrete screvv into concreteormarsonryustrig a non-strudwal0ne sy Wood Buck,
<br />I 1,,07,),I.W��
<br />I
<br />I _..__,,i.�- /2\ #10 wood screw into a TWO By Wood Buck Structurally attached to condivitil or masonry sultistralie.
<br />I ,ri-1. fi�,.V_, � (Q) If configuration requires combination of concrete screw and #10 wood screw in either a head, sill or *no, the kywer of the
<br />2!1_e t. t", 1�wl �"A . I �v - te iwt� Iriie - maximum spacings above shall be used.
<br />� �. ----
<br />Drawing No. FLEX27110
<br />Sheet 2 of 2
<br />— From. Width
<br />Eyerly
<br />spiq,,Vc�
<br />__� F.Irt.rars
<br />__ 'IT .
<br />5, w...,
<br />_S��
<br />(Typ-)
<br />/,, �
<br />__T_ -
<br />FF
<br />.AD - I
<br />Fro me
<br />Height
<br />Evenly
<br />SPOI,Ild
<br />F.rit
<br />JAMM13,
<br />5, mcx
<br />(ryp.)
<br />(Typ )
<br />_,L -
<br />,,,,,- SILL
<br />,-I
<br />-
<br />__T____ T -
<br />I 5, W.
<br />r Cirri-) , Eviinly
<br />- 'Apaced - I
<br />____ - F-ter-ni I
<br />(Typ-)
<br />EXTERIOR ELDLAIION
<br />FASTENER SPACING ILLUSTPATION
<br />EYEBROW ARCH DESIGNER WINDOW SHOWN AS EXAMPLE
<br />EXAMPLE:
<br />HEAD (CURVED PORTION) SECURED TO
<br />CONCRETE HEADER, JAMBS OR SILL SECURED TO
<br />CMU AND CAST -SILL RESPECTIVELY WITH ONE BY BUCK
<br />USE 3/16- DIA. CONCRETE SCREWS
<br />AT 18" O.C, SPACING BETWEEN
<br />ANCHORS AND SPACED 5" MAXIMUM FROM CORNERS.
<br />- or -
<br />HEAD (CURVED PORTION), JAMBS OR SILL SECURED TO
<br />STRUCTURAL TWO BY BUCK
<br />(ATTACHED TO CONCRETE HEADER , JAMBS OR SILL)
<br />USE #10 INOOD SCREWS AT 12" 0-C_ SPACING
<br />TW PACED 5" MAXIMUM
<br />FROM CORNERS, (NOTE: 12" SPACING FOR
<br />EXAMPLE EYEBROW APPLICATION, OTHER
<br />APPLICATIONS MAY REQUIRE 9" SPACING
<br />PER NOTE (0))
<br />a K -
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<br />Dow, 1/9/07
<br />SCSI*.. Ni
<br />brewer Dr. Pak
<br />Chrodrod Bin _1H �
<br />Drawing No. FLEX28110
<br />Sheet 2 Of 2
<br />FASTIENER INnALLATION INSTRUCrIONS - FLEX27120
<br />#8 WOOD SCREWS.,
<br />(K) #8 Wood Screw must be of suffident length to achieve minimum embedinterri: of P inbD the two by wood
<br />franning.
<br />(L) Spacing of wood screws shall be,
<br />4-112" rnax. from each comer of the head, 911 and )ambs, and
<br />: eventy spaced between comer fasteners but not exceeding 18" ii.c. spacing for the head, sill and
<br />jambs as shown in Elevation View on Sheet 1 of this drawing.
<br />Tolerance is +/- 11, This tolerance is applicable to the evently Spaced distance. Zh
<br />: Comer distance measured frorn frarowflmck width or height dimension of frame.
<br />(M) WOW Screwis 0011 not be used to fasten assembly Into end grain of wood.
<br />NAILS,
<br />(N) Nails shatl meet the following requirements;
<br />. 03 13" dilarrieter or greater,
<br />. suftent lerigth to achieve iminimum, embedment of 1 7/8' into the two by wood framing
<br />(generally, nail 2 3/8' "gith or greater "ll meet this requirement), and
<br />. helical (screw) or annular (ring) shank style only.
<br />(0) Manufacturer's nails meeting these requirements are (but not limited to) line followinq�
<br />. Pasiode deformed shank nail, No. 404947, 404537, 650111 and 650148.
<br />. DurO-Fast deformed shank na No. 32S.
<br />(P) Spachng of nails shalt be:
<br />. 4-1/2" max. from each corner of the head, 91 and jahil and
<br />* evenly spaced betweein comer fallUmars arid not exceeding o.c. Spacing for the head, sill and
<br />jambs as shimn In Elevaton View on Sheet I of Oils drawing.
<br />: Tolerance is +/- I", Thts tolerance Is applicable to the everkly spaced distance. ZL
<br />Comer distance measured from firanneybuck width or height dimension of firome.
<br />(Q) Nails shall not be used to fai assembly into end grain of wood.
<br />DESIGN PRESSURE RATING & III CODE CIDIMPUANCE
<br />J
<br />i_z le
<br />(R) Installations depicted In these Instructions acceptable for design pressures to 70 PSF With fastener spacing
<br />.9
<br />�. P S
<br />i � � -,� �
<br />shown thp Ek-iration Mew on Sheet I of ths drawing for the following window Sizes:
<br />A V T � -.
<br />. to 52 118" x 95
<br />f4 . .
<br />�
<br />to 63" x 80"
<br />2 I i5
<br />i
<br />. to 711 x 71"
<br />,� �
<br />, .8
<br />2
<br />- to 73" x 73"
<br />-9 8 Z- 9
<br />I
<br />- in 831 x 55 1/4'
<br />t: q 3
<br />: to 95" x 49 5/Ir
<br />M ";i I �
<br />A �
<br />to 119" x 37 3/8"
<br />I
<br />,g ,
<br />Design Pressures (D,P.) are positive and negai Overall window assembly design pressure may be less
<br />,
<br />� I�
<br />I
<br />than 70 PSF and shall be determined In accordance with " 13 of FLEX2DIGO,
<br />I
<br />(S) production Glazing my differ from that tesecl as allowed by ANSIIAAMA/NWWDA 101/1,S, 2, lot/I.S.
<br />21NAFS or AAMAtWDMA/CSA 101i 2IA440 and applicable Building Cocle, See Note 12 and 13 on Drawing
<br />FLEX 20100 for furt1her details.
<br />. .L�
<br />1Z .1
<br />§ Be � !.
<br />(T) Structairal two by wood tx� and/or framing at the head, sill and jambs to be securely fastened to tratisfeF
<br />ni -C �:
<br />E 9 I
<br />the load to bre wood structural Substrate per the FDIC and the engineer of reccird's details as appllcable�
<br />-6
<br />. - Z. 9
<br />(U) See FLEX20100, Notes 10 to 15 for additional FBC Code Compliance.
<br />§ ! j ,Vix
<br />�j c �r �
<br />6 Q
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<br />� I 0 R�
<br />A .0 I
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<br />,
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<br />DOW 1/9/07
<br />Scaler N FS
<br />clarown BY: RIA
<br />Checked BY: 3H
<br />Drawing No. FLEX27120
<br />Sheet 2 of 2
<br />:7 1 " M I n. - - 10 X. --�9 Frame Width 9- -
<br />/
<br />,1,14'
<br />"" Spa
<br />c
<br />'C'
<br />I Emb n1mr,int -- Sea[ Behind Fin . -----I-,- - Buck Width _____ ,1 � A
<br />,�,�
<br />,,,V�
<br />(Noto 2.a & 2,c.!) Two By Framing A . ,
<br />F, By Other-s i a, � g -
<br />I
<br />(Note 4.1a and T) - , - -
<br />S ecthing / Build Down Sh'm As Req'd.
<br />-
<br />/ By Mther-5 'Note I.b) ----------T - 4 � R
<br />By Others --_ te 1411D and 1) Sea(sBehind Fin
<br />03 2�a L 2.cAl) b a ,� Y
<br />,
<br />I
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<br />b , .-I. e
<br />(�(D --,, , 17-ri Shim AS D I f � � 7
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<br />I 2 n ; i�
<br />, I � Req'd. A ,//
<br />I , " 'n's a 1� I 2
<br />, I ( 1 7 / I / & UUCK I M
<br />-N I __..z� ,Note .b) :-:I 1,
<br />, 1� 9 I Min. Height -
<br />If L :2 1
<br />�� I/
<br />F
<br />Embecir,ent B I :
<br />6
<br />-I- I t 9�
<br />___�1111-
<br />I
<br />� ,,� (Wood Screw I w ,,
<br />, )
<br />t -i , Mo
<br />�
<br />�411
<br />Exterior Finish -//�L6: ---,
<br />. �. I
<br />1 By Others , �P �- Shoalthirig
<br />1:: i
<br />By Others G 42
<br />rerlmete, 4eat � u. .
<br />=
<br />\-Exterior
<br />�I B y Others A 9 � A � �.
<br />(Note 2.a & 2,cf) � Finish � � .
<br />-�
<br />j
<br />By theirs EXTERIOR ELUATIO .is § �5
<br />Bu of< 6; \__
<br />L § 3 -F I
<br />j
<br />Height Frame Width
<br />Perimeter Seat
<br />!� iF
<br />- Buck Width By Others � A �
<br />(B.H.) _-07 ,F,W, & 1W,) I i
<br />',Note 2a & 2.c.ii) 2 a 3:
<br />� 0
<br />Frar,te Perimeter , I .R 6 g
<br />Height S I I w
<br />,C _@ DISCLAIMER: The purpose of this installation drawing is to porscrot I Q i ?
<br />(F.1-L"
<br />i[ "."". t,..t the, '. - / Sh;rn AS the manufacturre's recommeiftlations for anchorage (i,e,, wood I R 1 f
<br />__7 screws, tapping smews and nails] to achieve the design preswre R '2 F tj
<br />,9
<br />i & 2.c.11) Req'd. -
<br />Specified on the feriestrallori product as required by the 2001 Florda . I m
<br />,_� Z v9
<br />I / (Note I.1b) Building Code (FBQ, Section 1707AA, 2004 PBC-Buildingf, Section
<br />GENERAL NOTES I
<br />1 X (I to 16) $as General Notes Drawing FL17)(20100, Sheet I & 2. 1714.5.4 arid the 2004 FOC-Resident4il, Section R6136.
<br />liecommenciathons regarding flashing, sealing, Sealants or other joint I g 1
<br />4 �_ W�7" (A) Milestone, Series 1000 Designer FixerfAluminum Window is
<br />___ ,/ --I- sealant pro ces oes a wana ei or
<br />. - shown. Also applicable to Series 2000 Designer Fixed Aurninurn implied, I -Z
<br />1
<br />'-ter,d, FInts, L 1/4' Max. Windom. �
<br />iy i �� Shim Space 113) Drawing applicable to Nan-Impect Resistant glazed windows- Il
<br />�� I
<br />(G) Production Glazing may dollar from that %sted as allowed by -
<br />I
<br />I
<br />. 11
<br />-
<br />(� �q ANS1jAAMA1N`WWDA 101/1-5. 2, IOLI`I.S. 21NAFS or AAMAJWDMA)CSA
<br />, 101ILS ZIA440 and applicable Suidn code, See Note 12 and 13 on
<br />. 451 6
<br />___ \-Two By Framing Drawing FLEX 20100 for further details
<br />- -7 A" i 61 I
<br />. By Other. (D) For Fastener Spacing see Notes (L) and (P) orr Sheet 2 of th'!
<br />Min.
<br />T!
<br />i �Note 4.1a and T) drawing, See Note (H) regarding deviations, .1,
<br />SHEATHING -_� I
<br />BY OTHCRS \_ sea( Behind rin (F) Wood Screw and nall withdrawal values used to generate the Pastener
<br />(Note 2,a & 2.cJj) fasterung requirements are based on Sidnive.Pfre-Fur With a SpeCtfic --,--
<br />I
<br />, -
<br />I M I n. Gravity of 0,50. Sao Note (H) regarding deviations. I Varts; 119/07
<br />EmIrieciment- - - (F) Wood or tapping Screw, edge distance rineasured from edge of S-1. NT S
<br />( wood Screw" wood to conteirline, of wood or tapping screw must Meet Of exceed 1 *r I Drouirn Dr. RJA
<br />I
<br />Minimum arm and embedment per Paris List. .See Note (H) regarding checlied By: M
<br />.
<br />SECTION A -A
<br />deviations.
<br />I-A-M-_ Robert I Amaniosil, Pit,
<br />PARTS LIST (0) Nail edge distance measured from edge of -oW to centerillis of F. Lloonisp No. 49752
<br />I
<br />�
<br />1 Head - FinFrama nail must meet or exceed 9146" or 6 times Shank Diameter, whlchevw ,
<br />2 Sill - Fin, Frame is larger, Minimum size and embedment per Paris Ust� See Note (H) 311111111110
<br />I - ____ - - - __ - - - A __ 1:�F - . IT
<br />3 Jamb - Fin Frame regarding dev,isdorI ...........
<br />.+__
<br />4 jZtUsad (H) Any deviation ioss, than the minimum requirements stated must be H Attachment , I , %jjjl94jllll,;%.V
<br />5 Not Used approved by the marrufactuw or engineered by Vhee Design r_-_1 F In -� '.
<br />I
<br />I _?..
<br />. 1
<br />6 GWj2g Read - Rigid Vinyl Professional in accordance will, the applicable Building Code and _ _-, .
<br />- I
<br />7 Glazing - See Note (B) and (C) Product Approval. -
<br />8 #8 Pan Head Wood or Tapping Screw with a minimum embedment of I" into (1) All III supplied holes in the frame Cif requlrokl� will be 3/16"n Wood Screw or Noll Head must be - 1. i , . q
<br />darrallsin for #0 wood screws or the shank 04 ...
<br />emeter of ft nail ..
<br />the structural wood substrate. See (K) on .Sheet 2 and Detail A on this in full contact with Attachment Fin. , - - . �,
<br />..
<br />.. -
<br />-
<br />-
<br />It.
<br />drawing and Note 4.b & 8 orr Drawing FLEX201DO, rounded up to the next standard designation cliff bit size. Centedine of tostener shall be , ,�
<br />Wood Screws Nails to fasten
<br />and j�dA��,Iii!PT be mixed the same approximately 9/32" from edge of _...-i-..
<br />9 Round Head Deformed Shank Nail Min thimimum 0.113"rimmeter (11 GA) am (J) .."
<br />minimumernbedmeritt,t'l-TWInto the structural wood splastrorte See Note (N) on assembly, Attachmen� Fin.
<br />Sheet 2 and Delatil A on this drawing and Notes 4.b & 9 on Draw" rLEX201 00. DETAIL A Drawing No. FLEX2�120
<br />If I—
<br />I
<br />Sheet 1 of 2
<br />EAMNIR INWALLATION MTRUC1711IONS - PLEX21l
<br />#8 WOOD SCREWS:
<br />(K) 98 Wood Screw must be of sulfificiert lengt1i to achieve minimum embedment of I' into the two by wood framing
<br />or the build -down framing component.
<br />(L) il Wood Screw spacing shah be as follows,.
<br />- 4-IM maximum from each corner of head, sill or janI
<br />- evenly spaced between corner fasteners butnot exceeding 181 o.c. spacing, in head, sill or jarnbs for the
<br />following configurations at design pressures to 70 PSF,
<br />0 eyebrow
<br />0 hatf-circte arch
<br />0 hair-eirebrow
<br />0 octagon
<br />0 fan
<br />0 pentold
<br />0 full -circle
<br />0 half -circle
<br />0 triangle
<br />0 trapemid
<br />0 oval
<br />- evenly spaced between comer fasteners but not exceeding IS" O.C. spacing In head, sill orpintisfiar the
<br />following configurations at design pressures to 70 PSF,
<br />0 quarter-orcle
<br />0 quarteir-cirde arch
<br />0 half -fan
<br />:tolerance is +I- I", and
<br />this tolerance is applicable to the evenly spaced distance. ZL
<br />' Comer distance measured from frame/buck width or height dirrierrision of frame,
<br />(14) Wood screws shall not be used to fasban assembly Into end grain of wood,
<br />NAILS:
<br />(N) Nails shall meet the following requiremertiL,
<br />- 0.113" chameter or greater,
<br />- sufficient length to achieve minimum embedmeant of 1 7/81' into the two by wood or build- down
<br />framing (generally, nail 2 3/8" lerip or greater shall meet this requirement), and
<br />. helical (Screw) or annular (ring) shank Style orffy�
<br />(0) Manufacturers nails meeting these requilrements are (but not limited ta) the following:
<br />:Paslocle deformed shank nail, No. 404947, 404537, 650111 and 650148,
<br />Ouro-Fast deformed shank nail NO, 325�
<br />(P) Spacing of nails shall be;
<br />. 4-1/2' maximum from each comer of the head, sill and jambs,
<br />- evenly spaced between comer fasteners bult not exceeding the o.c. spacing in head, sill and jambs flor the
<br />following conflourations at design pressures 46 to 70 PSF,
<br />o eyebrow 5, o.c. spacing
<br />a haff-eyebrow 51, O.C. swing
<br />o fan 61 Oc. spacing
<br />a half -fan 4' o.r. spacing
<br />a full -circle 7"o,c. spacing
<br />a half-clincle 6'o.c, spacing
<br />a half -circle arch 6'o.c. spacing
<br />o quarter -circle 4� O.C. spacing
<br />a quarter -circle arch 4" o.c. spacing
<br />a oval 12' mc. spacing
<br />a octagon 7"o.c. spacing
<br />0 pentold 51 o.c. spacing
<br />a triangle 5' o.c. spacing
<br />o trapezoid 5` O.C. Spacing
<br />(P) Spacing of naffs shall be (continued):
<br />- evenly spaced between — f4geners butnQt exiceeding, the ox. spacing in head, sill add jambs for the following
<br />Configurations at design pressures to 45 PSF,
<br />c, eyebrow 9' O.C, spacing
<br />o half -eyebrow 91 ox. spacim
<br />a fan 9' o.c. spacing
<br />o half -fan 7' ox. spacing
<br />o fult-drefe 11" o.c. spacing
<br />o half-drde 91 o.c. spacing
<br />a half-carde arcir, 9' O'C' "rig
<br />o quarber-circle 7' ox, spacing
<br />a quarter -circle arch 7' o.c. spacing
<br />o oval 17" Oc. spacing
<br />c, octagon 11" Oc. spacing
<br />o pentoid 9' Q.C. spacing
<br />o Wangle 9' ox. Spacing
<br />a trapezoid 9" o.c. spacing
<br />:tolerance is +/ I", and
<br />this tolerance is applicable to the evenly spaced distance. I�L
<br />Corner distance measured from frarne/tauck wicith or he�qht dimension of frame.
<br />(Q) Nails shall not be used to fa�n assembly into end grain uIrwood.
<br />DESIGN PRESSURE RATING & FBC CODE COMPLIANCE
<br />(R) Installations depicted in these instructions acceptable for design pressures W 70 PSF With fastener spacing in Notes (L) and
<br />(P), Design pressures (D.P.) are positive and negative. Overall window assembly design pressure may be less than 70
<br />PSF and shall be determined in accordance with Note 13 of FLEX20100.
<br />(S) Production Glazing may ciffer from that tested as allowed byANSI/AAMA/NW`WDA 101ILS. 2, 1011I.S. Z/NAFS or
<br />AAMIA/WDMA/CSA 1011I.S. 2IA440 and applicable Building Code. See Note 12 and 13 on Drawing FLD( 20100 for
<br />further details,
<br />(T) Structural two by wood and/or framing at the head, sill and lambs to be securely fastened to transfer the bad to thoe
<br />wood structural substrate per the FBC and the engineer of records details as applicable.
<br />(U) See FLEX20100, Notes 10 to 15 for additional FEIC Code Compliance.
<br />Frome Width -----I
<br />Buck Width
<br />C-ay,
<br />Sp ... d
<br />- An,horo - -
<br />- ___
<br />.
<br />- ' / � f1w /-" �
<br />�e Frame Height
<br />Buck Height
<br />y I
<br />d J� 4-1/2- 1
<br />'s
<br />) 13 �, ma,,. (Typ.) i
<br />- SILL I
<br />- ..,,, _� I
<br />1,
<br />---------- -----.
<br />-1 I �.
<br />E.Ply
<br />spriced
<br />Ar,,Iho�
<br />(TYP )
<br />EXIEENR .Fl��,Y .Q-N
<br />ANCHOR SPACING ILLUSTRATION
<br />GNER WINDOW
<br />.
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<br />61.
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<br />2 7�. 3: 0
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<br />peft, 1/9/07
<br />scalerits
<br />Prawn Or, R.IA
<br />chaduod or. JH
<br />Drawing No. FLEX28120
<br />Sheet 2 of 2
<br />ZMEZRall DANSCO
<br />0% JE ENGINEERING, LLC
<br />JLJ
<br />P.O. BOX 3400
<br />Apollo Beach, Flodda 33572
<br />Phone: 813.645.0166
<br />Fax: 813.645.9698
<br />www.danscoengineedng.com
<br />CA 25948
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<br /><
<br />THIS IS A NON ENGINEERED
<br />SHEET BASED ON PRODUCT
<br />APPROVAL INFORMATION
<br />LOCATED ON THE STATE OF
<br />FLORIDA'S PRODUCT
<br />APPROVAL SITE
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OF THIS DRAWNG ONLY.
<br />- -
<br />@2007-THESE DRAWINGS AND DESIGNS ARE THE JOINT
<br />PROPERTY OF DANSCO ENGINEERING, LLC AND THE
<br />CLIENT ON TH IS PROJECT. ANY REPRODUCTION OR
<br />UNAUTHORILED USE IS PROHIBITED.
<br />—
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />I
<br />I
<br />VERSION NO.
<br />SHEET TITLE:
<br />FLORIDA EXTRUDERS
<br />WINDOWS
<br />SHEET INFORMATION:
<br />JOB NO.:
<br />DATE ISSUED: 09.04.07
<br />DRAWN BY: DZ
<br />REVIEWED BY: TH
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